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07-0829 (AR)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 (Application Number:0.0 0-0.0_0`082'9 Property Address: 51165 CALLE-QUITO APN: 770-143-011-111 -000000- 'Application description: ADDITION - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 2489 Applicant: Architect or Engineer: no ----------------- LICENSED CONTRACTOR'S DECLARATION 4 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. license Cl as 13 License No.: 721499 ^'�... D`e`t Contractor: 1 - 1.0 ��- OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to - construct, alter, improve, demolish, or repair any structure, prior to its issuance,.also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001.: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered'for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ I I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed , pursuant to the Contractors' State License Law.). 1 _ 1 I am exempt under Sec. , B.&P.C. for this reason Date:. Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). - - Lender's Name: Lender's Address: LQPERMIT Owner: . MACGLASHAN RONALD 51-165 CALLE QUITO LA QUINTA, CA 92253 Contractor: INTEX CONSTRUCTION PO BOX 11242 PALM DESERT, CA 92255 (760)83.6-0995 Lic..No.: 721499 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 4/02/07 - -=-----------------------------------------= ! WORKER'S COMPENSATION DECLARATION , I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of. the work for which'this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier EXEMPT Policy Number EXEMPT I certify.that, in the performance of the work for which this permitis issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California,, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply -with those provisions. Lam` App1 tne4A,_--_ WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION,. DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whosebenefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county lo enter upon the above-mentioned property for inspection purposes. Application Number ". 07-00000829 ---_-- Structure Information 127SF GARAGE ADDITION/V-NR/U-1 ----- Other struct info . . . . CODE EDITION 2001/2005 FLOOD ZONE NO GARAGE SQ FTG ------------------------------------------------------------------------------ 127.00.' Permit . . . BUILDING PERMIT Additional desc . Permit Fee 54.00 Plan Check Fee 35.10 Issue Date . . . . Valuation 2489 Expiration Date 9/29/07 Qty Unit Charge Per Extension BASE FEE 45:00 1.00 9.0000 THOU BLDG 2,001-25,000 ---------------------------------------------------------------------------- 9.00 Permit ELECT - ADD/ALT/REM Additional desc . Permit Fee 17.54 Plan Check Fee 4.39 Issue Date . . . . Valuation .. . . . 0 Expiration Date 9/29/07 ' Qty 'Unit Charge Per Extension BASE FEE 15.00 .127.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 2.54 - --------------------------------- Special Notes and. Comments 127 SF GARAGE ADDITION TO EXISTING/V-NR/ U-1. [CONVENTIONAL] 2001 CBC, 2004 CEC, 2005, ENERGY. April 2, 2007 9:22:58 AM AORTEGA Other Fees . . . . . . . . . ENERGY REVIEW FEE 3.51 STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid Credited Due - Permit Fee Total 71.54 .00 .00 71.54 Plan Check Total 39.49 .00 .00 39.49 Other Fee Total 4.01 .00 .00 4.01 Grand Total 115.04 .00 .00 115.04 LQPERMIT - Bin •# 3A Perm�it # � n 0Ijq L Project Address: A. P. Number: Contractor: f74,e/A Address: //Z7 7i City, ST, Zip: Telephone: State Lie. # 2>4_22 Arch., Engr., Designer. ' Address: City, ST, Zip: Telephone: State Lie. #: Name of Contact Person: Telephone # of Contact Person: # Submittal Plan Sets Structural Calm. Truss Coles. Energy Cale. Flood plain plan Grading. pliin• Subcoutactor List . Grant Deed H.O.A. Approval IN HOUSE:- Planning Approval Pub. Wks. Appr School Fees 2 / 107 � 3 oti 909 931--�R�t City Of La Quints Building U Safety Division P.O. BOX 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Owner's Nurie:��� 5 , Address: City, ST, Zip: v N Telenhone- PrOjea Description: -9 Z :2_5:1�5_j 11771" Lic. #: /a 1TG Total Permit Fees l tel%* `UUM4 Construction Type: /`9L Occupancy: S� Projecttype (circle one): New Add"n Alter Repan Dema I-CUAC L. T -L" Sq. FL: # Stories: # Units: • s L 135 j Estimated value of Project: APPLICANT: DO NOT WRITE BELOW THIS UNE Recd TRACIQNG . PERMIT FEES Plan Check submitted 3 Zl /Item Amount . Reviewed, ready for corrections Plan Check Deposit Called Contact Person Plan Check Duhnce Plans picked. up 3 0� Construction Plans resubmitted Mechanical 2'' Review, ready for torr e o u EI triol Called Contact- Pe n lumbing Plans picked up S.M.L Plans resubmitted Grading Review, ready for.corrections/issue Developer Im fact Fee Called Contact Person A.LP.P. .Date of permit issue Total Permit Fees l tel%* `UUM4 GENERAL INSTRUCTIONS FOR THE INSTALLER SIMPSON Strong -Tie These general instructions for the installer are provided to ensure proper selection and installation of Simpson Strong -Tie Company Inc. products and must be followed carefully. These general instructions are in addition to the specific installation instructions and notes provided for each particular product, all of which should be consulted prior to and during installation of Simpson Strong -Tie Company Inc. products. All specified fasteners must be installed according to the instructions in this catalog. Incorrect fastener quantity, size, placement, type, material, or finish may cause the connection to fail. Prior to using a particular fastener, please consult the Fastener Guide in this catalog. • 16d fasteners are common nails (0.162' dia. 01/2" long) and cannot be replaced with 16d sinkers (0.148' dia. x 31/4' long) for full load value unless otherwise specified. • Screws may not be used to replace nails in connectors. • When.using stainless steel connectors, use stainless steel fasteners. When using ZMAX®/HDG galvanized connectors, use fasteners galvanized per ASTM At 53. Fill all fastener holes as specified in the installation instructions for that product. Refer to Simpson's Fastener Guide for the requirements of the various shaped fastener holes. Do not overdrive nails. Overdriven nails reduce shear capacity. Use the materials specified in the installation instructions. Substitution of or failure to use specified materials may cause the connection to fail. Do not add fastener holes or otherwise modify Simpson Strong -Tie Company Inc. products. The performance of modified products may be substantially weakened. Simpson will not warrant or guarantee the performance of such modified products. Install products in the position specified in the catalog. Do not atter installation procedures from those set forth in this catalog. The proper use of certain products requires that -the product be bent. For those products, installers must not bend the product more than onetime (one full cycle). Bolt holes shall be at least a minimum of 1/3i and no more than a maximum of Vis' larger than the bolt diameter (per the 2001 NDS, section 11.1.2. and A/S/ NASPEC, section E3a if applicable). Install all specified fasteners before loading the connection. Some hardened fasteners may have premature failure if exposed to moisture. These fasteners are recommended to be used in dry interior applications. Use proper safety equipment. m. Welding galvanized steel may produce harmful fumes; follow proper welding procedures and safety precautions. Welding should be in accordance with A.W.S. (American Welding Society) standards. Unless otherwise noted Simpson connectors cannot be welded. n. Pneumatic or powder -actuated fasteners may deflect and injure the operator or others. Pneumatic nail tools may be used to install connectors, provided the correct quantity andty a of nails (length and diameter) are properly installed in the nail holes. Tools with nail hole -locating mechanisms should be used. Follow the manufacturer's instructions and use the appropriate safety equipment. Overdriving nails may reduce allowable loads. Contact Simpson. Powder -actuated fasteners should not be used to install connectors. o. Joist shall bear completely on the connector seat, and the gap between the joist end and the header shall not exceed Ma" per ICC -ES AC261 and ASTM D1761 test standards. p. For holdowns, anchor bolt nuts should be finger -tight plus 1/3 to 1/z turn with a hand wrench, with consideration given to possible future wood shrinkage. Care should be taken to. not over -torque the nut. Impact wrenches should not be used as they may preload the holdown. q. Holdowns and HTT tension ties may be raised off the sill when specified by the designer. They may also be raised as dictated by field conditions to accommodate a mislocated anchor bolt provided that: 1) the holdown is not raised more than 18" from the top of the concrete, 2) the anchor bolt is offset no more than 11/2" from the centerline of the holdown, and 3) the holdown is raised at least 3" for each 1/4" that the bolt is offset from the centerline of the holdown (anchor bolt slope shall be no greater than 1:12). Some products have increased deflection or load reductions when raised off of the sill (see table and footnotes on pages 35 to 40 for applicability) and if so the Designer should be contacted for approval. r. Strong -Drive Screws are permitted to be installed through metal truss plates as approved by the Truss Designer, provided the requirements of ANSI/TPI 10-2002 Section 8.10 are met (pre -drilling required). s. For cold -formed steel applications, all screws shall be installed in accordance with the screw manufacturer's. recommendations. All screws shall penetrate and protrude through the joined materials a minimum of 3 full exposed threads per AISI Standard for Cold Formed Steel �� Framing — General Provisions, section D1.3, if applicable. GENERAL INSTRUCTIONS FOR THE DESIGNER These general instructions for the designer are provided to ensure proper selection and installation of Simpson Strong -Tie Company Inc. products and must be followed carefully. These general instructions are in addition to the specific design and installation instructions and notes provided for each particular orodurt all of which should be consulted prior to and during the design process: Ga- The term "Designer" used throughout this catalog is intended to mean' r licensed/certified building design professional, a licensed professional' engineer, or a licensed architect. __ li - b. All connected members and related elements shall be designed by the Designer. C. All installations should be designed only in accordance with the allowable load values set forth in this catalog. d. The allowable load is limited to the lowest of deflection, lowest test ultimate/3 or calculation value. e. Allowable simultaneous loads in more than one direction on a single connector must be evaluated as follows: Design Uplift/Allowable Uplift + Design Lateral Parallel to Plate/Allowable Lateral Parallel to Plate + Design Lateral Perpendicular to Plate/Allowable Lateral Perpendicular to Plate < 1.0. f. Loads are based on the 2001 National Design Specifications (NDS) and the 2001 AISI Standard - North American Specification for the Design of Cold -Formed Steel Structural Members (NASPEC) if applicable, unless otherwise specified. Other code agencies may use different allowable loads. g. Duration of load adjustments as specified by the code are as follows: "FLOOR" and "DOWN" (100) — no increase for duration of load. "SNOW" (115) —115% of design load for 2 month duration of load. "ROOF LOAD" (125) —125% of design load for 7 day duration of load. "EARTHQUAKE/WINO" (133 and 160) —133% and 160% of design load for earthquake/wind loading. h. Unless otherwise noted, wood shear is not considered in the loads given; reduce allowable loads when wood shear is limiting. i. Simpson strongly recommends the following addition to construction drawings and specifications: "Simpson Strong -Tie connectors are specifi- cally required to meet the structural calculations of plan. Before substituting another brand, confirm load capacity based on reliable published testing data or calculations. The Engineer/Designer of Record should evaluate and give written approval for substitution prior to installation." j• Verify that the dimensions of the supporting member are sufficient to receive the specified -fasteners, and develop the top flange bearing length. k. Some catalog illustrations show connections that could cause cross -grain tension or bending of the wood during loading if not sufficiently reinforced. In this case, mechanical reinforcement should be considered. I. For holdowns, anchor bolt nuts should be finger -tight plus 1/3 to '/z turn with a hand wrench, with consideration given to possible future wood shrinkage. Care should be taken to not over -torque the nut. Impact wrenches should not be used as they may preload the holdown. m. Simpson will provide upon request code testing data on all products that have been code tested., n. The allowable loads published in this catalog are for use when utilizing the traditional Allowable Stress Desin methodology. A method for using Load and Resistance Factor Design �LRFD) for wood has been published in AF&PA/ASCE 16.'A method for using LRFD for cold -formed steel with LRFbeen ereferrencelateral resistanceAISI must be used When used. Stimpson for reference lateral resistances of products listed in this catalog. For more information, refer to the American Forest and Paper Association "Guideline to Pre-engineered Metal Connectors" and ASCE 16. The "Guideline" contains a soft -conversion procedure that can be used to derive reference lateral resistances. i. Simpson recommends that hanger height shall be at least 60% of joist height for stability. i. For cold -formed steel applications, as a minimum all screws must comply with Society of Automotive Engineers (SAE) Standard J78, Steel Self Drilling Tapping Screws, and must have a Type II coating in accordance with ASTM B 633, Electrodeposited Coatings of Zinc on Iron and Steel. Screw strength shall be calculated in accordance with 2001 AISI NASPEC Section E4, if applicable, or shall be based on the manufacturer's design capacity determined from testing. Local and/or regional building codes may require meeting special conditions. Building codes often require special inspection of anchors installed in concrete and masonry. For compliance with these require- ments, it is necessary to contact the local and/or regional building authority. Except where mandated by code, Simpson's products do not require special inspection. 4: t C x ' MIX _ SII _ SII I �q .1lizzu at - �-- IV DESERT CLUB we -K 1110 '15 4 L-4 p "133-- qj — At 0" V oyJ `qlk gv1 A01 0,0 4749,4A'FV1a4 44 Np j.; .'14 Ae 7 --'LOT ID C7"/1) ( ) TRACT CALLS TAMPICO ro' v2� 4 IQ UQG W/ex K _1� 9 .7 -4 L.,�e7/, t:) 14r AS, r. -P ...... .... NJ -4 —17Z CON) C I. f LW 2f W_ W4 L I -S 0tj 4X4... per s -I ....... GA 15 P65T f; -WaTOA -.WA W-' -5 1 S -V Nf CIO &Jr- (L A F3 Gv 4' 7 _tAr r 14 -A// AJA I L I IJ 46 E J- -LM \/ Ms c #A3 -MI �D NC .Y/A ( (_ --u -)- it b� 1a L , T/ 01 1 EA © 7 Z 32 A ..15 Notes: .5Q All construction shall comply with the 2001 CA Building, W4% top Plumbing, Mechanical, 2004 Electrical and 2005 Energy Codes and all local codes and ordinances. Nx 10 4 6 L 2. A1111 orequal subStit".. -OT 'Ons muc.1" be Submitted to, and approved by 54,c the Building Official prior to installation of the item. 4- — 7-4 5 1 * h c_ co"'Antractor .-nd owno sible for the verific.-ation of r is respon . ., - -;� r ') -TAI L existing curb location from the property lines with the Public PA �VD 12 4 Works Re (2-GT"V7 Dept. '18 qC' 4 Ce evep- 7 cryr) G MIL PL";Tc- 4. Roof Assembly shall have a class A fire rating. LQMC 8.02.080 I to 40 00 Weep screed shall be placed a minimum of 4 sinches above the J I A. PPV_ � / PV_/N earth or 2 inches above paved areas. I L_ z C G 4,47 ot:-7 IL SMIL41z, io S)1,117T ja 6 to p'll-opoelod +n _et til . Ine 10 11c rer.,luirements of CBC 2320 for Conventional Light -Frame Construction. 7. Wood plates or slills shall b-^ bolted to the foundation with a min .-PI L of two bolts per piece, with one bolt located not more than 12 in nor less than seven bolt diameters fro the end of each piece. WU sx1STC QSISHOP GRAPHICS/ACCUPRESS REORDER NO. A-9750 . . zo /* -rO (.L. <=:4WQ-rR_C;L 01 M) To MATC Vt. gx4 RLK T-FLe Poor \ - . w IAA'rr_4 P -Y,1,571 TU rev x IST R> -7 z F-3,LK"ALL ZX4- < ZXa R4PTEk_-5 �T ZA MF"T-52, X 4 LA CZ7 Z4 SMP CZA F7 5 ZX 10 FSI C p" P R I 061C R -CA kP -rNr To xt.TU015 Soc..ro r3LJ:::.- c x4 PCX aDc;G-PLK� .. [ZAFTtk'� I el -54r, 17-;7- � pt'/ es 14 Tj Z F- 0 RAMk_ b) Tx� - - -- -------- ry 4XIZ qDk— q.(L DCZ)6^44-LL _j <1 cc P L'V Z13 f W W, W AP%L cc z RE 'r M rn 0 0 Construction Is NOT PERMiTT ED on the followihg Code Holidays: i : I ��: i �; I � - ! •; ewYear'sDay ':� %woo­­­4V4�r New I C) W Dr. Martin Luther King Jr. Day President'i Day Memorial Day A RE -INSPECTION FEE 'OF $30 Independence Day Labor Day, WILL BE CHARGED IF THE APPROVED PLANS. 'AND JOB CARD ARE NOT ON Veteran's Day Thanksgiving Day THE '.S:tTE FOR A SCHEDULED Christmas Day INSPECTION. NO EXCEPTIONS! CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DA Ll 13Y